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HomeMy WebLinkAboutPA FL4595-R4� ,�. .
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Submit Surcharge Sta[s � Facts Ru6liCations Contact Us 6CIS Site Ma Lrnks Search••',
M2nu � Protlu�j o`r ,,An lic Sea h a fi List � Application Detail
• .:. FL-ir
FL4595-R�
•.._..::....................... Application Type
Revision
Code Version
2017
Application Status
Approved
Cvrnments
Archived
Product Manufacturer Tri County Metals
Address/Phone/Emai1 3pI SE l6th Street
Trenton, FL 32693
(352)463-8400
Ch risw@tricountymeta Is.cam
Authorized Signature Chris Weatheriit
c h risw@tricou my meta I s, com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Profess"tonal Engineer
Evaluation Report -Hardcopy iteceived
Florida Engineer or Architect Name who developed Terrence E. Wolfe
the Evaluation Report
Florida License PE-44923
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration pate Ofi/02/2024
Validated 8y Brian ]aks, P,E.
Validation Checklist -Hardcopy Received
Certificate of Independence FL4595 R4 COI �, tter of Certification „ e`;...cure�.
Referenced Standard and Year (of Standard) ndard Year
FM �471 1992
UL1897 20I2
UL 580 ZaQ6
Equi�a.lence of Product Standards
Certified By
Sections from the Code
Product Approval Method
[]ate Submitted
Date Validated
Date Pending FBCApprQval
Date Apprpved
summary of Products
GD to Page
FL #' Model, Numiber or 14ame
4595.1 SV Crimp
Method 1 GptiaR ❑
D$/15/2D17
g8117J2D17
08J23JZD17
ivJiafzvl7
Lirrritaz of ilea
Approved fur arse in WVHZ; No
Approved for use outside WVFiZ: Yes
Im#act Resistant; T�iJA
i?esign pressure: +NJAJ-1D1,OPSF
Rther: -78,5 psf @ 16" o.c. Fastener Spacing. -1fl1.0 psf @
16" o.c. Fastener Spacing. Install per manufacturer's details,
Not For uSe in HVHZ Zones.
4595.2 � SV Crimp
Limits of Ilse
Approved for use in HYHZ: No
Approved for use outside HVFIi; Yes
Impact Resistant; NJA
Design pressure: +NJAJ-101.pPSF
[?ther: -78.5 psf @ 16" o.c. Fastener Spacing. -101.D pst @
1Fi" o.c. 1=astener Spacing, Install per manufacturer's details.
Not for use in HVHZ Zones.
4595.3 � Aluminum Mechanical -seam Lok
limits of Use
Approv�Rd for use in tIYHZ: Yes
Approved far use outside WYiiZ: Yes
Impartt Resistant: NJA
Design Rressrare: ti-NIA/-93.5 psf
Other: -78.5 psf @ 18" o,c. clip spacing. -93.5 psF 5" o.c, clip
spacing, Install per manufacturer's details. For use in HVHZ
ZDI'I G'3.
4595.4 I Aluminum Mechanica#-Seam Lok Z"
Limits of Ilse _._
Approved far use in HYHZ: Yes
Approved for use outside HYHZ: Yes
Impact Resistant: NJA
design Pressure; +NJAJ-138.5psF
[]thew: -71.L7 psf [: Z�l" o.p, clip spacing. -338.5 psF @ fi" o.c_
dip spacing. Install per manufacture's details, For use in
FiVHZ Zones.
A��.�;5 �,4lurriiri.r�m 7CM fwaI1
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HYHZ: Yes
Impact Resistant: N/A
Dr;si�re Fressure: +NIA/-112,5psF
Other: -75,Q psf at 4 1/2" a,c. fastener spacing. -11�,5 psf
'�� Page1/Z�'i�
Description
Min__2fi Ga_ 5V Crimp Izppf Panel over 15J3�" Plywood
Installation Instructions
FL459 R 1 2 ri a � r P woad
@S��f
Verified 8y: Terrence E. Wolfe, P.E. 44gZ3
Created by Independent Third Percy: Yes
Evaluation Reports
���_E�9��a. SV,�iimp net �, r P _, o
segttred.�df
Created by independent Third Party: Yes
Min. 2& Ga_ SU Crimp ltanE Pane! over ix4 Wood PurEins over
15J3Z" Plywood
Instailatiant Instructions
FL459�. 4 I W�V CrimP�nQI OV2.�-�9_.N iV N�IH�
se�lCed. per
verified By: Terrence F. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
��_��7.5 C�� _ SU,�rimP..Pane1 oV�,rix4 IUON..{dyH2
S�G.ured•v_df
Created by IRdependeRt Tilird Party: Yes
,032" Aluminum Mechanical Lock 16" Wide ItooF Panel over
Plywood
Installation Instructions �__.
1�4595�t4 L_ I inum -i.s der Plvw VH
Verified By: Terrence E, Wolfe, P_E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
F 4�.�k..A�l�miA.ld�I�Y.�r P!X!H n�!`�
eC r '�
Created by independent Third Party: Yes
.03Z" Aluminum, 2" Meehanica] Lock, 19" Wide RooF panel
over 2Z Ga. Steel Rack
Installation Instructions
FL4595 _III AL Mink 2.4. s��..���el Q.�.+rk.�ia�.�
setured.odf
Verrfied By: Terrence E_ Wolfe, P.E. 444Z3
Created by Independent Third party; Yes
Evaluation Reports
��,-4�,,, R4 AE A_ L MLok 2.D over $fie[ C}�ek F#V��
Created by Independent Third Party; Yes
0.{732" Aluminum TCM Lpk Roof Panel over 7/16" OSB ar
15J3Z" Plywood
Installation Instructions
FL$�9� R4 II Aluminum TCM La�C over Plywwod-recur d. df
Verified By: Terrence ;=. Wolfe, P.E. q�923
Created by Independent Third Party: Yes
Evaluation Reports
i=1„�595_B�d1�Aiu
4595.E � Mechanical -Seam Lak 1-�h"
Limits of Use
Approved for use in HVHZ: Yes
Approved far use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-123.5psf
Other: -59.75 psf. @ Z4" o,c. clip spacing, -123.5 psf. @ 6"
o.c. clip spacing. Install per manufacturer's details_ For use in
HVHZ Zones.
4595.7 � Mechanical -Seam Lok 2"
Limits of lice
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
❑esign Pressure: +NJAJ-153.5psf
Other; -54.3 psf @ 36" o.c. {lip spacing. -153.5 psf @ 6" o_c.
clip spacing. Install per manufacturer's details. For use in
HVHZ Zcnes.
4595.8 f Nail Strip 1"
Limits of Use
Approved for use in HVHZ: No
Approved far use outside HVHZ: Yes
Impact Resistant: NJA
Design Pressure: +NJAJ-153.5psf
Other: -153.5 ps€ @ 6-3J4" v.c. Fastener Spacing in slat and
12" ❑.c. Fastener Spacing in pan. -141.0 psf @ 6-3/4" a.c.
Fastener Spacing in slot. -59.75 psf @ lb o.c. Fastener
Spacing in slot. Install per Manufacturer's Details. Not far use
in HVHZ Zones.
4595.9 � Nail Strip 1-'h"
Limi#s of Ilse
Approved for use in HVHZ: Yes
Approved far use ou#side HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/AJ-1I6.Dpsf
Oti�er: -116.0 psf @ 6-1/2" v.c. Fastener Spacing in slat and
12" a.c. Fastener Spacing in pan. -78.5 psf @ 11" o.c.
Fastener spacing In slot. Install per Manufacturer's Details.
For use In HVHZ Zones
454S,iQ � PgR
Limits of Lse
Approved for use in HVHZ: Na
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +NJA/-93.5 PSF
Other: -63.5 psf @ 24" o.c. Fastener Spacing. -93.5 psf @
24" o.c. Fastener Spacing. Install per manufacturer`s details.
Nat for use in HVHZ Zones.
4595.1i �pgR
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/AJ-78.5 PSF
Other: -71.D psf @ Z4" o.c. Fastener Spacing. -78.5 psf @
24" v.d. Install per manufacturer's details. Not for use in
HVHZ Zones.
4595.12 � Snap-Lok 1-1/z"
1-�h" Mechanical Lock, 24 Ga., 16" Wide Roof Panel over
Plywood
Installation instructions
FL4595 R4 II M r bonito!_ Seam Lok 1 5 over Plow a HV Z
5 red.p�,�
Verified 8y: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL 59 R4 AE Me hanic I -Seam Lok .5 over PI wood
HVH ur f
Created by Independent Third Party; Yes
2" Mechanical Lack, 24 Ga. Steel, 18-7/8° Wide Roof Panel
over 22 Ga_ Steel Deck
installation Instructions
FL459� R4 II MLok„�.0 �4„.�a. overSteel,,,E]eck HVHZ
5 ur .�df
Verified ey: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL44�9 _R4 RE f�LOk 2,Q 24 ern -.aver..$ ee p.gck HVHZ
5 rpd. elf
Created by Independent Third Party: Yes
1" Narlstrip, 24 Ga_ Steel 16" Wide Roof Panel aver 15/3Z"
Plywood
Installation Instructions
F�._R aiistri 2p _4 t;a_. Qver P�+woo�ecurp�pdf
Verified By: Terrence E. Wolfe, R.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
F 4 9 R4 AE 1. Nai{ ri 4 Ga, ver Plywood secured �df
Created by Independent Third Party: Yes
1-�/z" Nail Strip, 24 Ga. 15-�7s" Wide Roof Panel over Piywvvd
Installation Instructions
F 4� 59�� T 1.5 N it trip�4 Ga. r�,yer PlPlywood HVl-IZ
re . �
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party+; Yes
Evaluation Reports
FL4595�_AE Naiistri �4 Ga. Dyer Plywood HVHZ
�� :ared�,aaf
Created by Independent Third Party: Yes
Min. 26 Ga. PgR Rvof Panel over 15J32" Plywood
Installation Instructions
4 R4 II 2fj n. PAR_ Panel over A�oog_ceciir�d.ndf
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party+: Yes
Evaluation Reports
4 R4 ��SSa• Pi�.t�.pan�l ovgr PiYwood sec�recE p�,f
Created by independent Third Party: Yes
Min. Z5 Ga. PBR Rovf Panel vier 1x4 Woad Purlins over
15/32" Plywood
Installation Instructions
FL4595 R4 II Z6 Ga. P8R Pane! over lx4 secured pdi
Verified�By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
F._1�,5_L�.�_26 P R anel ver ix se rr d.�1f
Created by Independent Third Party+; Yes
1-�/a" Snap Lok, 24 Ga. , Sfi" Wide Roof Panel over Plywood
approved Tor use alltsrCi!e r1VHZ: res
Impact Resistant: NJA
Design Pressure: -!•NJA/-115.Dpsf
Other: -iD8.5 psf @12" v.c. Clip spacing. -86,0 psf @ 24"
o,c. Clip Spacing. -115.a psf @ 6° o.c. Clip Spacing. Install per
Manufacturer's Details_ For use in HVHZ Zones,
4595.13 f Snap-Lok 1-�"
Limits of Use
Approved for use in HVHZ: Yes
Approved far use outside HVHZ: Yes
Impact Resistant: N/A
Design pressure: +N/AJ-i08.5psf
Other: -71A psf @ 24" o.c. Clip Spacing. -1fl8.5 psf @ 6"
o.c. Clip Spacing. Install per manufacturer's details. Far use in
HVHZ Zones.
4595.14 I TCM-Lok
Limits of Use
Approved for use in HVHZ: Na
Approved for use outside HVHZ: Yes
Impact Resistant: NSA
Design Pressure: tNJAJ-52.5 P5F
Other: -5,2.5 psf [q7 5 114" a,c. Fastener Spacing. Install per
manufacturer`s details. Not for use in HVHZ Zones.
4595.15 I TCM-Lok
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.DPSF
Other: -116.0 psi @ 5 iJ4" o.c. Install per manufacturer's
details. Not for use in HVHZ Zones.
4595.16 � Ultra -Rib
Limits of Use
Approved for use in HVHZ: No
Approved far use outside HVHZ: Yes
Impact Resistant: NJA
Design Pressure: +NJA/-146.DP5F
other: -86.8 psf @ 24" o.c. fastener spacing. -146.0 psf @
12" o.c. fastener spacing. Install per manufacturer's
instaliatian details. Not for use in HVHZ Zones.
4595.17 � Ultra -Rib
Limits of use
Approved far use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: NJA
Design Pressure: +N/AJ-146.OPSF
Other: -84.3 psf @ 24"ac.fastener spacing. -146.D psf @
12" o,c. fastener spacing, Install per manufacturer's
installation details. Nvt for use in HVHZ Zones.
4595.18 � Ultra -Rib
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
impact Resistant: NJA
Design Pressure: +NJA/-138.5P5F
Other: -93.5 psf @ 24" v,c. fastener spacing. -138.5 psf @
24" o.c. fastener spacing, Install per manufacturer's details.
Not far use In HVHZ Zones,
secu rea. �t
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Fndependent Third Party; Yes
Evaluation Reports
FL4595 R4 A� 1.S,�nan Lvck 24 ���over, plywood,blVHZ
�ecured.v�
Created by Independent Third Party: Yes
1-3/a' Snap Lvck, 24 Ga. Steel, 17-31a" Wide RooF Panel over 22
Ga. Steel Decking
Installation Instructions
F44���I Snip=.l,ok 1.75 24 �.�• over � teel )✓e{k HVHZ
set=ured.otlf
Verified 8y; Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
l���Snal�.��k 1 75..24 Ga Qver srgQ Deck i-fVHZ
secure,Gl_pdf
Created by Independent Third Party: Yes
Min_ 25 Ga. TCM-Lok Roof panel over 15J32" plywood
Installation Instructions
�$� R4 I T M- k v I Re or# cur .p,¢f
Verified�By: Terrence E. Wolfe, P.E, 44923
Created by TndependentThlyd Party; Yes
Evaluation Reports
FL4595_�4 AE TCM-4pk_lyval Revart s�e_ured pcif
Created by Independent Third Party: Yes
Nlin, 24 Ga. TCM-Lok Roof Panel over 15J32^ plywood
Installation Instructions ��
PL_ 4595�t4__II Min 24 a. TCM- ak Ev Re ort. df
Verified By; Terrence E. Wolfe, P.E. 44923 w
Created by Independent Third Party: Yes
Evaluation Reports
Fi,4595 R4 A Min 24 .TCM- Ev i R.part.p�
Created by Independen#Third Party: Yes
Min. 26 Ga. Ultra -Rib Roof Panel over 15/32" Plywood
Installation Instructions
FL4595 R4 II 26 Ga. 1�1 ra-Ri ,Panel over R]ywaad
cu i�
Verified By; Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party; Yes
Evaluation Reports
FI.gS95 R4 AE 26 Ga. Vltr� Rib P.�nei over Piv+�tood
secured. vdf
Created by Independent Third Party: Yes
Min. 24 Ga. Ultra -Rib Roaf Panel aver 15J32" Plywood
Installation Instruct#ans
1=1459.5_g4 II 29 Ga. �I�ra-Rib,,,Pane! over Ply�oa�f
secu red. vdf
Verified Sy: Terrence E. Waife, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FLdS�_R4 AE 2 a. LII r -Ri P nel v P! wo �
SP��j]�
Created by Independent Third Party: Yes
Min, 29 Ga. Ultra Rib, 36" wide, Roaf Panel over lx4 Wood
Purlins over I5J32" Plywood
Installation Instructions
FL4595 R4_II 29_Ga. Rib,Panel ov„er lX4 sg�ured.�f
Verified By: Terrence E. Wolfe, P_E. 44923
Created by Independent Third Party: Yes
Evaluation Repvr#s
✓`I4595_R4 AE_29 a. Ri Pan I ov r x4 se ured. df
Created by Independent Third Party; Yes
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L` Farce Engineexing &Testing Inc.
19530 Ramblewood Drive �
Humhle,T�C 77338
Compliance Statement:
The product as described in this. report has demonstrated compliance with the
Florida Building Code 2017, Sections 15D4.3.2.
Product Description:
1" Nailstrip Roof Panel, D.D32" Aluminum, 15 �" Coverage, Roof Panel attaching
to 7/16" ❑Se or minimum 15/32" APA Plywood decking. Nan -structural
Application.
Panel Material/Standards:
Material: D.D32" 31D5-H24A5TM 82D9Aluminum conforming to Florida Building
Code2[}175ection 15177.4.3.
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2017, Section 15D7.4.3
Panel �imension�sj:
Thickness: D.D32" Aluminum
Width: 15 �" max coverage
Female Rita: 1" tal!
Male Rib: %" tail rib w/slotted strip.
Panel Seam; Snap Lock
Panel Fastener:
Through Panel Slot: (1` #1D-32 x 1" Pancake Type A
'/" minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2017, Section 15D7,4.4.
Panel Seam Sealant:
3/8" wide continuous bead of Titebond WeatherMaster Metal Ravf Sealant
applied to the inside edge of the male rib prior to installing the next panel, See
detail far location.
Substrate ❑eseription:
Min. 7/1fi" OSB sheathing or 15/32" thick, APA Rated plywood aver supports at
maximum 24" Q.C. design of CiSB and plywood and supports are outside the
scope of this evaluation. Substrate must be designed in accordance w/ florida
Building Code 2D17.
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Force Engineering & Testicag Inc.
I9530 TLamblewood Drive
Hum6tc,T'X 77338
Allowable Design uplift Pressures:
Ta61e "A"
Maximum Total Upllft Design Pressure:
75.0 psf
112.S.psf
Panel Seam Sealant:
Paneli Fastener Spacing:
P!A
4 14" �.C.
3/8" bead
4 h" O.C_
`Design Pressure intludes a Safety Factor= Z.O.
Code Cnrnpliance:
The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1504.3.2.
Evaluation Report Scope;
The product e�afuation is limited to compliance with the structural wind load
requirements ❑f the Florida Building Code 2017, as relates to Rule 61G20-3.
Performance Standards:
The product descriled herein has demonstrated compliance with:
• UL 580-0(-Test for Uplift Resistance of Roof Assemblies
UL 1897-2012 - llpiiftTest far Roof Covering Systems
Reference Data:
1_ i1L 580-05 / 1897-2R1z Uplift Test
PRI Construction Nlateriais
Report No. TCM-0{}1-02-01 Oated 01�19�2p17
2, Certificate of Independence
By Terrence E. Wolfe, P.E. [Nv. 44923} @Farce Engineering &Testing, Inc,
{FBC Organization #AAfE 1D: 1920}
C�uality Assurance Entity:
The manufacturer has established compliance of roof panel products in
accordance with the Florida Product Code and Rule b1G20-3.0{}5 {3} for
manufacturing under a quality assurance program audited by an apprv�ed
q uaf ity assurance entity.
minimum Slope Range:
Minimum Siope shall comply with Florida Building Code 2017, including Sections
15a7.4.2 and in accordance with Manufacturers recommendations.
Instailatifln:
Install per manufacturer's recommended details.
Underlayment:
Per Florida Building Cvde 2017, Section 15p7.1.1 and manufacturer's installation
guidelines.
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Force Engineering &Testing Tnc.
?4534 RarnbEewood i}rrve
Fiumhle,'T�L 77338
Roo# Panel Fire Classification: Fire classification is not part of this acceptance.
Shear diaphragm' Shear diaphragm values are outside the scope of this report.
❑esign Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter I5 of the Florida Building Code 2D17 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall selecttl�e
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners fvr pullout and
pullover. Support framing must be in compliance with Florida Building Code 2�17
Chapter Z2 for steel, Chapter 23 fvr wood and Chapter 16 far structural loading,
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